HomeMy WebLinkAboutC3.01_Roadway Plan & Profiles W Rio De Plata Dr I
- - - --- �, -- 7 r , f- Sheet Notes:
-
1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE
i -4- THE
J, 1 IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF
MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. . LAND
co �I I '. � - C�O� I � II NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL.
TSEE SHEET C2.10 SEE SHEET C2.11 � > i - GROUP
c , i 2 FOR INTERSECTION B7 L26THE B4 L28 Se Sh et C3.05 I B7 L FOR INTERSECTION r I B1 2 APPROXIMAOTE WAY ONLY.THECONTRACTOR SHALL I COMPLY WITH NIDAHO
IIII� IIII� - III IIII� III IIII� DETAILS I ' II
� DETAILS / ( � 6 I� `- � � CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES
ir \ �� l 1 c �� ' DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT
�+ 4 1 / 6 II LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE
00 oc v 6 6 cC o :oc co oc a� co ( ac I;- A or
LC' ' C'' - R15' O° v o o -o�� �) y 1 rn CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
o � O � ) 00 R15' CD Or- � ti NCO T� � ��
60 co co co CD c6 co c6 (0 CO 0 h CC DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO
CO N O N I I- CO O- co N T N r N T N - - C Cp r
,� . ,� .. ,L .. II LL EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE
U_ C o e U_ c� z, � c� U- c�� a- E9 0 U_ � e e � 25' BC B \ o c CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
0 om om, R15 25'BC-BC, R15, o � om oon om - o °°
o � C a o o �� ti � - a �'6' II �`�% c DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS
' + 4"PIRR + ` o I o
co + rn a ' + T o N o \ �� a PRIOR TO DIGGING.
+ 2 Cl) B4 L29 + / o00 + - - - - - + �6j , - _ «
M -N� °° 'N- - - - - - - - - - - -Q- - T - - - - --- - - - - - -Q- - - - - - - - - - .Q -\O� °�mo -- Q G
B7 L1
- - - - - - - - - - - - - - - - - - - oo° 00
Q °°° c; u 3. COMPLY WITH ALL NOTES ON SHEET C1.00.
3 �� Q A Q �'� ��� C/
� 1 VV 3 ��5 � 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST
o° _ EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL
o° c„
2666
_ _- -_ SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
F" --- - 8W - -- ----- ---- -------
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6 8 W 11 1 °W 6 3 811W I �� ��o O 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.
8 8� W 8'W 8
8"W 8"W n 3 266j 266 M CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES
4 c� co 6 - ' 6 3 m CJ WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY
i \�
_ _ II
m
� _ _m - � -� + 2668 - �- _ �' - I--�-- m DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM
M I �o I-mom _ -
o _ - 0
r, 43+00 42+00 - • M - A$�� N - :SS �
41+ "' co STA: 40+00 LF OF 12 IN PVC /° 6 39 SLOPES.
'S 8" .S - STA:42+94.35, OFF: 16.50'L 8 SS O -- STA: 42+08.33, OFF: 16.501E
STA:41+60, OFF: 16.50 L 40+24.78, OFF: 16.50 L 6 3 - ,h STI4: 39+2� _
TBC: 2668.34 6 3 6 TBC: 2667.80 7 - H
3 - TBC: 2667.46---- - -- ------ 3 �` 9�, �T :2665.�
TBC: 2666.51 /
--- ---------------- -
, s ------------ - ---------- ------- -- -- - G � - - --- ---- � Roadway & Drainage Notes:
o°° o
I s #
°°° 136-LF OF 18-IN PVC AT 0.00% _
°o° >o°o°o°o
1 o O O SD y
O O D 5u SD SD ` 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS.
Pm RAN RAA/
so
7 7
Ln J OoV. - 2. REMOVE AND SALVAGE EXISTING TYPE II SIDEWALK BARRICADE WITH KICK
co 0 0 5 - - - - -�" PLATE PER ISPWC SD 1132A
_ _ °oo
rLL.T 2 B5L3 t o00 o °° - - - - - _-- _-- - - - - - - - - - - - - - - - - - - - - � J - - - - CB14\ �' /i
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LL.
u
o U_ o / - � 4"PIRR INLET PER ISPWC SD-601 I o iSG 05 4 c 3. CONSTRUCT TYPE"A"PEDESTRIAN RAMP PER ISPWC SD-712A WITH N
o �o SG 04 9 o I 25'B%BC 1000-GAL. S&GI RAP
coo ono 0 o R15 `" R15 1000-GAL. S&G TRAP o o STA: 304+07.75, 15.791E F;�`' STA: 39+37.98 20.48'� TRUNCATED DOMES PER ACHD SUPP SD-712. DOMES SHALL BE
co 00 5 25'BC BC + RIM: 2665.35± - / 1 FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE
c i o c; o CB 12 - - / STA:42+06.46, 20.57E cfl _ RIM: 2666.19± a
c" "' / RIM: 2667.86± `" 10 SUMP: 2661.63 R75 6 / ' CONCRETE.ADHESIVE MATS ARE NOT ALLOWED.
Q �; ¢ �; INLET PER ISPWC SD-601 R15' URI.5 I ¢ c� <
00 v, STA: 255+81.51, 15.87E �/ O SUMP: 2659.92 m IE OUT: 2662.63, 12 IN PVC (SE) SUMP: 2658.21.24, ( ) '
oo m c„ IE IN: 2662.24, ]!-IN PVC W 4. REMOVE AND SALVAGE EXISTING TYPE III BARRICADE PER ISPWC SD-1132B
ninn_1 �n rGc I o
RIM: 2667.23± -CB 11 IE IN: 2663.95, 12-IN PVC (W) ' 1 U " IE OUT: 2661.39 18-IN PVC (SE)
IE OUT: 2663.10, 18 IN PVC SE Q25=1.22 CFS c„ a
SUMP: 2663.45 mime
6 I bo INLET PER ISPWC SD-601 ( ) - 6 / SDMH 04A �� 5. INSTALL TYPE IV CATCH BASIN PER ACHD SUPP SD-604A FOR ROLL CURB.
IE OUT: 2664.45, 12-IN PVC (SE) 6 STA: 255+81.90, 15.4TR SDMH 03A CB 13
5 48-IN DIA.
Match Existing Q100=1.63 CFS N I I RIM: 2667.22± 6 L2 48 IN DIA. O INLET PER ISPWC SD-601 1 co -- STA:39+55.5 125.00'L 6. CONSTRUCT 6-FT TRANSITION FROM ROLL 3-IN CURB&GUTTER TO 6-IN
Q25=1.17 CFS O° I SUMP: 2663.32 STA:42+25.57, 26.67'L STA: 304+08.64, 15.521R 39
Southridge South 11 IE IN: 2664.32, 12-IN PVC (NW) RIM: 2667.87± B6 RIM:2665.36+ S hee C .0 RIM: 2666.15± VERTICAL CURB AND GUTTER.
_ Sh t C .0 2 IE OUT: 2664.32, 12-IN PVC (SE) SUMP: 2663.09 SUMP: 2661.50 SUMP: 2661.3
_ IE IN: 2662.32,�*2 IN PVC (SW) 7. CONSTRUCT SEEPAGE BED NO.4 129'L x 10'W x 10'D. SEE SHEET C2.50
Phase 1 ( ) IE IN: 2662.50, 12-IN PVC NW
� i � Q100=1.47 CFS IE IN: 2664.09, 12-IN PVC SW i � �
( ) / 00
i IE OUT: 2662.3�12-IN PVC (E) FOR DETAILS.
Q25=1.05 CFS IE OUT: 2664.09, 12-IN PVC (E) IE OUT: 2662.50, 12-IN PVC (SE) _ - ), i
Q100=0.99 CFS 8. CONSTRUCT SEEPAGE BED NO. 5112'L x 10'W x 10'D. SEE SHEET C2.50 O
W RioDe PlataDr Q25=0.71 CFS . 0 20' 40' FOR DETAILS. �
9. PROPOSED ACHD DRAINAGE EASEMENT. O
Horizontal Scale: 1" = 20'
10. INSTALL GROUNDWATER OBSERVATION WELL PER DETAIL 2 SHEET C2.50. CA
2672 2672 UJ
W Rio De Plata Dr: Sta. 39+20 - 4 +80 0 `
+
HORIZONTAL SCALE: 1" 20' co ` _\
VERTICAL SCALE-. 1 - U,cn N 1 / Curb Legend: 0
CD w I \-�\ l\ / \ l \ / \J 2670 STANDARD 6"VERTICAL CURB AND C"
2670
GUTTER PER ACHD SUPP SD-701
STANDARD 3"ROLL CURB AND = O
0.50co,- -0.55% ,\ , PROPOSED GRADE AT CENTERLINE \` / / / \ GUTTER PER ACHD SUPP SD-702 Q
2668 �\ i� 2668 = cc Q
\ \ mc
_
Q
2666 \20-LF OF 12 IN PVC AT 0.70% 7 TOP OF ROCK 2666
� I
- 1 / EL: 2665.13 Revisions ----
1. AGENCY COMMENTS 07-28-25
i TOP OF ROCK
\ _ 16-LF OF 12-IN PVC AT 0.50% EL: 2663.50
_ � I
2664 136-LF OF 18-IN PVC AT 0.00% 2664
EXISTING GROUND AT CENTERLINE I r
Li
I I I
2662 I SDMH 03A SDMH 04A I 2662
I I
SG 04 I I I
2660 - I I 2660
I I SG 05
,�SZONAL EN
2658 - I 2658
IBOTTOM OF ROCK 10961 I I
I EL: 2655.13 I
0
BOTTOM OF ROCK I J £OF 0
EL: 2653.50 ""0N DEN
2656 - I I 2656 0-712a12025
L J I Project No.: 121172
Date of Issuance: 07-28-2025
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Project Milestone: PERMIT SUBMITTAL
3 AT CENTERLINE AT CENTERLI E
M 2654 2654 Roadway Plan & Profiles
DO Co CO C'�J O Co N c0 � O O N 00 O LO ti M O Ln
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N O N O N O N O N O N O N O N O N O N co N O N O N O N O N O N O N co N O N O N O N O N O N O N O
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6.
43+80 43+60 43+40 43+20 43+00 42+80 42+60 42+40 42+20 42+00 41+80 41+60 41+40 41+20 41+00 40+80 40+60 40+40 40+20 40+00 39+80 39+60 39+40 39+20
C3m01